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HomeMy WebLinkAboutPLANSCONTRACTOR: TRI-COUNTY ALUM'.-"",L INC. DESIGN CRITERIA: Applicable Codex Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, ar.'Fhapter 23 Wood 2. AA ASM 35 and AA ADMI Specifications for Aluminum Strictures, Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in IEgh Wind Areas. 3. ASCE 7.10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region &Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed VatT =150 MPH. Vasa =116 MPH 33. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover / Screen Room: Non -Habitable. Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida Product Approval Number FL 18464-RI. Foundation Design Existing concrete. No additional concrete fooling or slab is required to resist the loads Imposed upon the misting slab by the proposed construction If the existing slab is a minimum or 4" thick and in sound condition, free from structural cracking, spailing, or other deteriaratlon Specifications The following specifications are applicable to this project 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific wriueq signed and sealed authorization of Florida Aluminum Engineering, Inc. 3. Screen material shall be 18114 screen unless approved by Florida Aluminum Engineering, Inc. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", orunwated stainless steel aeries "400". 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6' from ends and 24" center to center or N12 screws 6" from ends and 12" center to center. 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or mom regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. AG entraining+/-1%-ASTMC260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not pemtiaed b. Metal accessories shall conform m: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTMA185 c. Concrete slump at discharge chute not less man 3" ormor, than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parp 1, 2, and 3 including hot weather recommendations. e. Moist care or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. S. Door location shall be determined by contractor in the field 9. Use ofthese plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 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LUCIE COUNTY BOCC SCANNED BY F � Cff St. Lucie County ru tUr W CC L1J W 1 Z M z W z a -iW z az° O n' W VT 2 � w 1WL U O 1 F— � U Z m ED Z NAM; � Q LLJ u LU z� � 0 OZ s LL TP 03/05/19 SHEETNO: A-1 ALUMINUM MEMBERS DMNSICi' a HOLLOW SECTIONS ,`````�///i/p 2x2: Y'x2"x0.046" `��`(`� •' •• •.�2� 2x 3: 2"x3"x 0.050" : �1 •, t� 2x4: 2"x4"x0.050". Ir ` Q� ..4? ILL A. ?'�L 2x5: 2"x5"x0,050" Q• y O Q 2 OPEN BACK SECTIONS a W (o F- Q lx2: 1"x2'x0.OW' , ' N 0 • Ix3: 1"x3"x0.045" i Q, •, O U � •• Z ••••......... • �y�` SNAP SECTIONS I I //�O•y •: 2 x 2 Snap: 2"x2"x 0.045" ����`` 2 Snap: x 0.09D" x 4 2" x 4"x 0.045" I 3"x 3" x 0.090" I POST POST SELF MATING (SMB) (2) 318" DIAL CONCRETE 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS I 1' 2 x 5 SMB: 2" x 5"x 0.050" x 0.100" (3" CONC. EMBED) I I W w 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" I (2) 318" CIA CONCRETE Z C. 2x7SMB: 2" x T'x 0.057'x 0.120" SCREWANCHORS 2x8 SMB: 2"x8"x 0.072"x 0.124'• I 1"x3"OB W/7/4"CONCRETE INTERNAL/EXTERNAL (3" CONC. 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